Atmospheric corrosion behaviour of 30CrMnSiA high-strength steel in rural,industrial and marine atmosphere environments

The atmospheric corrosion behaviour of 30CrMnSiA high-strength steel exposed in rural, industrial and marine atmosphere environments in China for 60 months was investigated in virtue of the weight loss, X-ray diffractometer (XRD), scanning electron microscope (SEM) and grey relational analysis. The results showed that 30CrMnSiA high-strength steel exhibited the highest corrosion susceptibility and the lowest corrosion susceptibility in marine atmosphere environment and rural atmosphere environment, respectively. Lepidocrocite and goethite were found as the major constituents of the rust layer in three types of atmosphere environments, and akaganeite was also detected in marine atmosphere environment. The rust layer exhibited the tendency of flaking away from the substrate and becoming dense in marine atmosphere environment and rural atmosphere environment, respectively. Grey relational analysis demonstrated that, among a variety of environmental factors, the airborne sea-salt was the primary factor influencing the atmospheric corrosion of 30CrMnSiA high-strength steel.     

时效时间对FeNiCoAlNbB合金组织和性能的影响

以Fe_39.35Ni₃₀Co₁₈Al_10.5Nb₂B_0.15形状记忆合金为研究对象,运用X射线衍射仪、扫描电镜、压力试验机、金相显微镜和能谱仪研究了时效时间对合金组织结构和性能的影响。结果表明,随着时效时间的增加,γ'相和B2相相继析出,γ'相的析出强化了奥氏体母相,B2相的析出降低了合金的塑性。从伪弹性曲线可以看出,在873 K温度下时效时,随着时效时间的增加,合金的抗压强度、可恢复应变和维氏硬度均随着时效时间的增加呈现先增大后减小的趋势,而合金的最大应变则随时效时间的增加先快速后缓慢增大。时效时间为60 h时,合金的抗压强度、可恢复应变及硬度均达到最大值,分别为1239.05 MPa、10.76%、496 HV10,合金的残余应变相对最小。     

30CrNiMo铸钢件冲击性能不合格原因分析

针对30CrNiMo铸钢件调质后冲击吸收能量不合格的问题,通过断口分析、金相检验、硬度测试、化学成分分析等方法对30CrNiMo铸钢件冲击吸收能量不合格原因进行了分析。结果表明,30CrNiMo铸钢件冲击断口为沿晶断口。金相检验发现淬火态晶粒不均匀,存在混晶现象。Nb在原奥氏体晶界处偏聚形成NbC,一方面能降低晶界的活动性,对晶界迁移起阻碍作用,另一方面,形成较多的第二相粒子起钉扎晶界、巩固晶界遗传的作用,最终导致奥氏体晶粒粗化后,钢的韧性—脆性转变温度升高,钢在室温进行冲击时得到脆性穿晶断口和低的冲击性能。     

30%液碱生产中盐泥处理工艺的改进

介绍了30％液碱生产过程中盐泥处理工艺的改造过程。     

30Cr13不锈钢冶炼过程夹杂物控制技术

  针对30Cr13生产过程中存在的轧材非金属夹杂物合格率偏低仅85%左右的问题,通过对30Cr13不锈钢精炼过程钢中非金属夹杂物存在形态进行分析,并结合现有精炼工艺制度,在实验室研究的基础上制定了不锈钢精炼过程非金属夹杂物控制方案。工业应用后,精炼结束钢中大于5 μm的非金属夹杂物总数、形状以及尺寸等参数均得到了有效改善,钢水洁净度大大提高。     

30CrMnSiNi2A钢的动态屈服强度研究

采用分离式Hopkinson压杆技术,对经过不同热处理的低合金超高强度钢—30CrMnSiNi2A钢的动态力学行为进行研究。试样经过正火热处理、860℃淬火+600℃回火、860℃淬火+200℃回火热处理3种热处理制度后,经过动态力学实验得出:30CrMnSiNi2A钢在不同应变率下的屈服强度值随应变率增加而增大,呈现一定的应变率敏感性;在860℃淬火+200℃回火状态下,表现为一定的回火脆性;在860℃淬火+600℃回火状态时表现为优良的综合力学性能。     

Accounting for the uncertainties in the estimation of average shear wave velocity using V S– N correlations

Site-specific seismic hazard analysis is crucial for designing earthquake resistance structures, particularly in seismically active regions. Shear wave velocity ( V _S) is a key parameter in such analysis, although the economy and other factors restrict its direct field measurement in many cases. Various V _S–SPT– N correlations are routinely incorporated in seismic hazard analysis to estimate the value of V _S. However, many uncertainties question the reliability of these estimated V _S values. This paper comes up with a statistical approach to take care of such uncertainties involved in V _S calculations. The measured SPT– N values from all the critical boreholes were converted into statistical parameters and passed through various correlations to estimate V _S at different depths. The effect of different soil layers in the boreholes on the Vs estimation was also taken into account. Further, the average shear wave velocity of the top 30 m soil cover ( V _S30) is estimated after accounting for various epistemic and aleatoric uncertainties. The scattering nature of the V _S values estimated using different V _S– N correlations was reduced significantly with the application of the methodology. Study results further clearly demonstrated the potential of the approach to eliminate various uncertainties involved in the estimation of V _S30 using general and soil-specific correlations.     

基于GE90-30PLC实现的模拟化工过程计算机控制实验系统

本系统采用电子式模拟对象仪,通过组合设计构造了不同的化工过程对象特性,其控制设备采用GE90-30PLC实现数据采集及构成各种不同的控制系统,上位机组态软件选用GE Fanuc自动化监控软件CIMPLICITY HMI 4.01运行版,通过组态设计实现各类控制方案的实验系统,该实验系统可使学生具有面向实际化工过程计算机控制系统的真实感,对于提高学生解决工程实际问题的能力提供了一个非常好的实践平台.     

冷124—14—30井区储预测与圈闭评价

立足于地质、地震、测井等多学科互相配合,利用先进的技术软件,进行高精度合成地震记录制作、三维地震精细构造解释、地层层序划分对比、储层反演等综合地质研究,揭示了冷家油田冷124-14-30井区储层及圈闭特征目的层层位为下第三系沙河街组三段,构造复杂,发育北东和北西两组断裂;发育陡坡型扇三角洲沉积体系,可划分为6种沉积微相;储层平均孔隙度为24.5%,渗透率1463×10-3μm2,属于中高孔、高渗储层;油藏类型为岩性-构造油藏,油水分布受构造、沉积微相等多种因素控制,油气主要分布在构造高部位.通过综合评价,新发现4个圈闭,部署滚动井3口,增加石油地质储量347×104t.